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US 82 EB/US 287 SB over BNSF RR/B 287J (SH 240)

Map

Coordinates:
+33.88083, -98.41064
33°52'51" N, 98°24'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 82 EB/US 287 SB over BNSF RR/B 287J (SH 240)
Structure number:030390004402111
Location:0.6 MI E WICHITA/CLAY CLN
Purpose:Carries highway over highway and railroad
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:75.1 ft. [22.9 m]
Total length:702.1 ft. [214.0 m]
Roadway width between curbs:37.1 ft. [11.3 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:54°
Owner:State Highway Agency [01]
Year built:1967
Year reconstructed:1997
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:11,900 [as of 2013]
Truck traffic:23% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:92.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016FairGoodGoodSatisfactory1190092.8
April 2014FairGoodGoodSatisfactory1026093.0
April 2012FairGoodGoodSatisfactory1001093.0
April 2010FairGoodGoodSatisfactory928093.1
April 2008GoodVery GoodGoodGood1037093.0
April 2006GoodVery GoodGoodGood1133092.9
April 2004GoodVery GoodGoodGood1018096.0
March 2002GoodVery GoodGoodGood800095.2
March 2000FairVery GoodVery GoodSatisfactory2098.0
October 1998FairVery GoodVery GoodSatisfactory895098.2
December 1997FairVery GoodVery GoodSatisfactory895099.0
March 1995PoorPoorFairSatisfactory1077.0
January 1995PoorPoorFairSatisfactory652067.0
May 1993FairSatisfactoryFairSatisfactory592070.0
April 1992FairSatisfactorySatisfactoryGood608082.0
April 1990GoodGoodGoodGood540082.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.1321003200
Reinforced Concrete Pier Caplinear ft.85865220330
Joints
Open Jointlinear ft.990990000
Bearings
Elastomeric Bearingeach173173000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,4031,3277510